Determine the maximum bending stress in the given figure below.

B P = 10 KN L = 2.5 m 1.4 What is the value of the bending moment at x = 1.5 m?

For the following figure, calculate the shear stress, V, when x = 12.0 m. Draw the Shear Force and Bending Moment diagrams. Remember to correctly place the positive or negative sign and highlight the value of the absolute maximum shear force, the maximum positive and negative bending moments.

A composite beam is made of two brass [E =101 GPa] plates bonded to an aluminum [E =64 GPa] bar, as shown in Figure below. The beam is subjected to a bending moment of 2030 N-m acting about the z axis. Assume b=53 mm, d1=52 mm, d2 =11 mm, Determine: (a)the maximum bending stresses in the brass plates and the aluminum bar. (b) the stress in the brass at the joints where the two materials are bonded together.

The built-up beam is subjected to a moment of M = 80 kNm. Variable d₁ d₂ d3 da Values for the figure are given in the following table. Note the figure may not be to scale. d5 d3 de d₁ Value 128 mm 22 mm 276 mm 11 mm 138 mm d4 12 mm M₁ de d5 a. Determine the distance from the Neutral Axis to the top of the beam, N.A. b. Determine the mass moment of inertia of the beam, I. Determine the max compressive stress acting on the beam, compression c. d. Determine the max tensile stress acting on the beam, tension.

The bending moment in a horizontally placed beam at distance x from one of the ends is given by the expression M = 13x - 3x - 12 . The shear force in the beam is zero at, O a. x = 7.12 O b.x = 3 and x = 1.33 O C. X = 2.16 O d. Need more data and a figure to solve the problem.

For the frame system shown in the figure below, a) Calculate the support reactions. b) Calculate the shear force (V) and bending moment (M) functions using THE METHOD OF SECTIONS. c) Draw the diagrams of those shear force (V) and bending moment (M) functions. Notes: There is a pin support at point A. There is a roller support at point C. (AB - BC) P=8 B w = P kN/m 2 m C

Parvinbhai

Consider the overhanging beam shown in the figure below. (Figure 1) 125 mm 25mm 5mm 8 kN/m 12 KN 75 mm 75 If d = 420 mm, determine the absolute maximum bending stress in the beam.